dc.contributor.author |
Georgiou, IT |
en |
dc.date.accessioned |
2014-03-01T02:52:41Z |
|
dc.date.available |
2014-03-01T02:52:41Z |
|
dc.date.issued |
2010 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/35998 |
|
dc.relation.uri |
http://www.scopus.com/inward/record.url?eid=2-s2.0-77953756063&partnerID=40&md5=2befcbdd1db5227a1a48e0f545a4bdf2 |
en |
dc.subject.other |
Acceleration fields |
en |
dc.subject.other |
Beam structures |
en |
dc.subject.other |
Dimension reduction |
en |
dc.subject.other |
Normal modes of vibration |
en |
dc.subject.other |
Reduced dynamics |
en |
dc.subject.other |
Rigid motions |
en |
dc.subject.other |
Single sensor |
en |
dc.subject.other |
Slow dynamics |
en |
dc.subject.other |
Spatio-temporal database |
en |
dc.subject.other |
Time-scales |
en |
dc.subject.other |
Vertical beams |
en |
dc.subject.other |
Database systems |
en |
dc.subject.other |
Flow fields |
en |
dc.subject.other |
Prestressed beams and girders |
en |
dc.subject.other |
Rigid structures |
en |
dc.subject.other |
Sensors |
en |
dc.subject.other |
Dynamics |
en |
dc.title |
Identification of the reduced dynamics of a physical flexible three-beam structure |
en |
heal.type |
conferenceItem |
en |
heal.publicationDate |
2010 |
en |
heal.abstract |
An experimental spatiotemporal database for the free dynamics of the local transverse acceleration field of a flexible three-beam structure is created by employing a single sensor. A POD-based dimension reduction reveals that the database is dominated by a single POD mode with slow dynamics and a shape that reflects the acceleration discontinuities at the right corners of the structure. This mode interacts with the second POD mode with dynamics evolving at a relatively faster time scale. In the long time term, the dominant POD mode is dominated by a single harmonic indicating that the dynamics have entered a reduced subspace containing only slow dynamics. The dominant POD mode as well as the second one of the database generated by a relocating sensor seems to be related to normal modes of vibration. The shape of the dominant POD mode reveals the dominant physics of the specific three-beam structure: the cantilevered beam moves in its first mode while the horizontal and the other vertical beams perform a near rigid motion. This should be true for a wide rage of three-beam structures. Copyright © 2009 by ASME. |
en |
heal.journalName |
Proceedings of the ASME International Design Engineering Technical Conferences and Computers and Information in Engineering Conference 2009, DETC2009 |
en |
dc.identifier.volume |
4 |
en |
dc.identifier.issue |
PART C |
en |
dc.identifier.spage |
1705 |
en |
dc.identifier.epage |
1713 |
en |